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1995-3304 G (Plans) GRADING NOTES ° EROSION CONTROL __ GRAADING LEGAL DESCRIPTION: PARCEL 4 OF PARCEL MAP NO. 13497, IN THE COUNTY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OF SAN DIEGO, STATE OF CALIFORNIA AND PORTIONS OF LOT 3 AND 5 IN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, MICHAEL- GAILEY AT &?)9-80.92 (PHONE) 1 . ALL GRADING SHALL BE OBSERVED AND TESTED. BY A QUALIFIED BLOCK J OF SOUTH COAST PARK' ANNEX,`MAP N0. 1788. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE OBSERVE AND TEST THE EXCAVATION PLACEMENT AND 27' 25' YW CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF p,p ,N. : 254-413- 35 2 . EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE CURBLINE STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TRENCHES . HE SHALL SUBMIT SOILS REPORTS AS REQUIRED .AVAILABLE AT ALL TIMES DURING THE .RAINY SEASON. ALL, 10' 17' 10' ' SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL SITE ADDRESS : &,VAfp//s' 3T,PEET ENC/A//TAS 0 . NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT - REQUEST FOR INSPECTION. MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE 1 1.5' 1 A CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY 45• 2' OWNER/P ERMITTEE G.K. PQORrRT/ESOFC�A[/FpeV/A,AL/M/TEDPAeTz,C3'�/P, „ OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. �/L.1El�/ALK�� - AAID b.41,6? 14PMEAIT6=001,/A!C?,GEA/Ek* PARTtt_K 2 . THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, 2°/� I 2° 2�,` �• INVESTIGATION FOR WILLIAM CLUTTER FOR 8. 3 ACRE PARCEL IN 3 . DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN -. .. ...:. .: : .. ... •.. _ M/CfIAEZ GRCEy ENCINITAS, CALIFORNIA" PREPARED BY ICG INC. , DATED MARCH ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR . 1 ESTIMATED QUANTITIES 15, 1990, AND UPDATED LETTERS DATED MARCH 29, 1991 AND REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE � • ROLLED CURB SEE NOTE 2 FOR SHALL BE CONSIDERED AS A PART OF THIS SUITABLE FOR THEIR INTENDED USE. PER G-4 STRUCTURAL SECTION GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 4 , THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL CUT. C. Y . * DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE WOOD DRIVE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN 2 , THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ZO.Gi�O SAID REPORT. CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. - SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 0+4,.95 TO 1+91.4 ` FILL ---- C.Y. * HE SHALL CONTROL SURFACE WATER AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PONDING OF WATER. IMPORT ---a---- C. Y . * 3 . APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF, A MEASURES AS SAY BE REQUIRED BY THE CITY ENGINEER DUE TO VOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED 27' SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN" I , , ZAWCUT LINE IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE PREVENT EROSION OF FRESHLY GRADED ARIAS UNTIL SUCH TIME 10 17 CIRCUMSTANCES WHICH MAY ARISE. * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE CURBLINE VARIES CONJUNCTION WITH IMPROVEMENT PLANS. BEEN INSTALLED. n1r,11 5 -� 15 1 ' ONLY. (CALCULATED ON A THEORETICAL BASIS . ACTUAL 6 . THE CONTRACTOR` SHALL BE RESPONSIPLE AND SHALL TAKE S/Gk/9LK X4.3 2 / /� QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS ) . NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ?/� 20/° \� 4 . WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE 3 . ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS ti' GRADING. AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD - CONDITION . SPECIFICATIONS . ALL VEGETAELE MATTER AND OBJECTIONABLE ROLLED CURB EXIST. PAVEMENT SEE NOTE 2 FOR SOURCE OF TOPOGRAPHY BY PASCO ENGINEERING AND SAN LO AERIAL SURVEYS "-7T� � 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE PER G-4 STRUCTURAL SECTION FLOWN 12-7-89. 7 . ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR GRADING PLAN SHALL BE INCORPORATED HEREON. FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE C A U DOR STREET, REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 8+39.12 TO 9+63-07 8 . GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN SCARIFIED TO A DEPTH OF 6 FEET AND THEN COMPACTED TO A 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR' S BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WORK DAY. RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE RIN ENVIRONMENTAL NOTES : ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS . 251 25' 9 . ALL REMOVABLE -PROTECTIVE- DEVICES SHOWN SHALL BE IN OR A LICENSED LAND SURVEYOR. PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE ( 5 ) 1 13' 2' 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS /4 B 4 . CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH DAY RAIN PROBABILITY FORE^.AST EXCEEDS FORTY PERCENT CURBLINE Q (EXCLUDING ANY EXISTING MAN MADE SLOPES ) . 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ( 40%) . S1LT AND OTHER DEBRIS SHALL BE REMOVED AFTER GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 2. 1 15' REDWOOD 15' SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SECTIONS . THE SLOPES -OR EXCAVATIONS AND EMBANKMENTS I 2' I HEADER �-- EACH RAINFALL. 4. I 2 . THE MAXIMUM VERTICAL DEPTH OF CUT IS 12 AND THE MAXIMUM RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 2°% 2°1° FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND Fe17-6 PE 2°h VERTICAL HEIGHT OF FILL B' ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY l� -� REGULATIONS. 10 . SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO T S/�861/�9LK 9': - ''"' PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES ( 90% CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER �. 3 . A. ) AVERAGE DEPTH = VOLUME OF CUT (C.F. ) = 2. 71 FT EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE ROLLED CURB SEE NOTE 2 FOR COVERAGE) PRIOR TO NOVEMBER 15 THE SLOPES SHALL BE OF CUT AREA OF CUT (S .F. ) 8 . GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) � LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND .ili.iPOSED PER G-4 STRUCTURAL SECTION STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE - 2 87FT MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN WITH SECTION 35. 023 OF THE EROSION AND SEDIMENT CONTROL B . ) AVERAGE DEPTH = VOLUME OF FILL (C.F. ) CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7: 30 A.M. HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF ACCORDANCE, WITH THE GRADING ORDINANCE. OLYMPUS STREET ROLLED CURB OF FILL . AREA OF FILL (S .F. ) NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. PER G-4 CONSERVATION. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE 2+20.75 TO 8+82.98 HYDROSEED MATERIALS MATERIAL SHALL BE COLLECTED,, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO L E G E N D NOTIFICATIONS IN THE ABSENCE OF INFORMATION TO THE CONTRARY THE HYDROSEED MIX AND APPLICATION RATES SHALL BE A MIX OF ALL THE LEAVE .THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES FOLLOWING: FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. NOTE DESCRIPTION SYMBOL AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED 1. TYPICAL SECTIONS SHOWN FOR REFERENCE ONLY. ' FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO TH5 2. FOR PAVING THICKNESS SEE IMPROVEMENT PLANS BOUNDARY LINE OUR KNOWLEDGE THERE ARE N0 EXISTING UTILITIES � � •-� BY A SEARCH OF AVAILABLE RECORDS . TO THE BEST OF ZORRO FESCUE, 20 LBS PER ACRE. DISPOSAL OF ANY SUCH MATERIAL. (NOTE 2 ). LOT LINE - EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ROSE CLOVER, 20 LBS PER ACRE. A.G. PAVING - CO THE CONTRACTOR IS REQUIRED TO TAKE DUE AMMONIUM PHOSPHATE SULFATE (16-20x0) WITH 15% SULFUR, SLOW 40' A.G. BERM �fy/oE A PEQ G-5 PRECAUTIONARY MEASURES TO .PROTECT ANY EXISTING RELEASE 1000 LBS PER ACRE. 5' 30' s' INDEx CONCRETE CROSS GUTTER 'MOD�FrEO' Per 6-12 UTILITIES OR .STRUCTURES LOCATED , AT THE WORK SITE . 15' 15' LOT N O. LOT 5 IT IS THE CONTRACTOR ' S RESPONSIBILITY TO CONTACT WOOD FIBRE MULCH, 2000 LBS PER ACRE. SHEET NO DESCRIPTION THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES ?. 6" AC BERM PAD GRADE 1$ PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER 20 0 201. 2 I 2:1 CUT OR FILL 2-3 . GRADING PLAN. SPOT ELEVATION ° 181.5 LOCATION OF UTILITIES AND NOTIFICATION OF MATERIALS SHOULD BE LEFT TO THE APPLICATOR. THE MIXTURE OR �- ��% AS REQUIRED 4 pPtt/AFEIMPR©VEh7ENrPlAN COMMENCEMENT OF WORK : RATE OF APPLICATION SHOULD NOT BE SUCH AS TO CAUSE EROSION PR9ATEIMc'T° SLOPE DIRECTION AND NO RUNOFF SHOULD OCCUR. 2:1 CUT OR 20/° FILL CUT /FILL LINE -- A. SEWERS - 800 - 422 - 4133 TO DAYLITE AS SEE NOTE 2 FOR ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN REQUIRED STRUCTURAL SECTION h FINISH CONTOUR B . GAS & ELECTRIC - 800-422-4133 BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS h t20 REQUIRED BY STATE REGULATIONS. TYPICAL SECTION WI W EXISTING CONTOUR C. WATER 800 422 - 4133 APgoe correT h EX. EDGE OF PAVEMENT THE SEED SHOULD BE INOCULATED WITH BACTERIA THAT HELPS FIX D . TELEPHONE - 800-422- 4133 NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE 24, p1vj5'ON BOUNDARY S- _ s CUT SLOPE -X-X- E. _".ABLE TV - 800- 422-4133 _ 12' 12' 2 . CONTRACTOR SNAIL NOTIFY THE CITY ENGINEER ' S OFFICE GRAVEL BAG AND HYDROSEED APPLICATIONS - SUB � � r OOd I FILL SLOPE 2'/ MAX. . 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 2'^ �R BROW DITCH D- 75 �- PHONE: ( 619 ) 633- 2770. 1. GRAVEL BAGS SHOULD BE PLACED BAGS HIGH AT THE TOE OF ALL � 2I.• 2% SLOPES CREATED BY THE GRADING SHOWN ON THIS' PLAN. 2, � / CURB OUTLET D -25 a 6 CURB INLET PEK p-2 (6.,FEDW.3304-1) 3 . THE CONTRACTOR SHALL GIVE 24 HOURS NOTLCE ON CALLS FOR SEE NOTE 2 FOR 5 / / 7 INSPECTION. PHONE: ( 619 ) 633-2770 ALL WORK PERFORMED 2 . GRAVEL BAGS SHOULD T PLACED AROUND ALL. DRAINAGE INLETS TO WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO PREVENT SILT FROM ENTERING THE DRAIN SYSTEM. PLACE BAGS TWO STRUCTURAL SECTION 4 �!'� SEWER REJECTION AND REMOVAL. HIGH. IF INLET IS NEAR THE TOP OF A SLOPE, PLACE BAGS ONE TYPICAL SECTION Q / 8/ g I ' - S HIGH AND LINE THE TOP OF SLOPE WITH BAGS (TWO HIGH) WITHIN 10 OLYMPUS STREET /,/ / SEWER MANHOLE S� �- FEET OF THE INLET. t WATER -w- FROM 8+82.98 TO 12+83.58 ' J 1 10 .O ----oo STORM DRAIN =SD= OWNERS CERTIFICATE 3 . HYDROSEED ALL MANUFACTURED SLOPES OVER THREE (3) FEET IN -� I Lj FIRE HYDRADIT 5nwo p'l �--� I(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HEIGHT. REFER TO THE HYDROSEED MATERIALS NOTES FOR MIXTURE I �Q / \ i Q HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND APPLICATION RATES. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. LANDSCAPING 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 13 I I MICHAEL H. GALEY, PR IDENT DATE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL / 0 GALEY DEVELOPMENT GROUP, INC.. CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND 1 "I 7720 EL CAMINO REAL, STE. 2L ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS . n I 3 ti `t 2 1 \ (D Qrn LLj Q LA COSTA, CA. 92009 ��� , \ Z ~- 2 . FINISH GRADING AND FLANTING SHALL BE ACCOMPLISHED ON - _ ALL SLOPES PRIOR TO 'OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND a Ld V) 1Q WtnSN APRIL 15 . /// _ W SOILS ENGINEER'S CERTIFICATE DECLARATION OF RESPONSIBLE CHARGE �OtIR`g00> t(� 1 �� / /PUS STREET - LJJ m� P r V Lr ' Z >- O) I, /,JNTNONY $EGFAST A REGISTERED CIVIL ENGINEER IN THE STATE OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS �P °05 P �� I 1 I II '� c�(E� 1" = 100' p Q N CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE r �pRP Il G��E \7 G3 U Z Q^ MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS c..:' aPa \ ; i J n J 0) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH b KEY M Q M O DIRECTION BETWEEN THE DATES 2 {7-qO AND 3-15-40 . ONE COMPLETE COPY CURRENT STANDARDS . a s / K GY AP LEGEND KEY MAP CL Lo Lf) OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY o 6 " p r RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY a K I UNDERSTAND THAT THE 'CHECK 0� PROJECT DRAWINGS AND SPECIFI- k •CAPRI - SUBDIVISION BOUNDARY LLJ ENGINEER, ALONG REVIEWED /WITH UPDGRADINGERDDAED /rA9 #,f,,/996 FURTHERMORE, I CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY 000- :� ^ e oR0' HAVE E �' LOT LINE 12 PLANS AND CERTIFY THAT THE AND •DOES NOT RELIEVE ME AF ENGINEER OF WORK, OF MY RESPONSI- S/TE�' ' ° Al LOT NUMBER RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BILITIES FOR PROJECT DESIGN. P�5 > h �o A. lF,y PROPOSED STORM DRAIN ===SD= _ _= Q BEEN INCORP TED IN THE GRADING PLANS AND SPECIFICATIONS. o�1St•'T �Q �C1 Q� Z PASCO ENGINEERING p of y '� PROPOSED S.D. CURB INLET o & a= SIGNE �/ h.� S/0 535 NO. HIGHWAY 101 , SUITE A V/C/LAITY MAP `" ' �""� ' ® HqF SOLANA BEACH CA. 92075 NO SCALE �' ¢aoPAE x' 2 w PROPOSED BROW DITCH -0 Cn O AS BU 1 LT 0 N®. 29577 RCE NO. : yo333 G, (619 ) 259-8212 t K Q - g h Exp. 3/31/99 ''DIRECTION OF FLOW W PASCO ENGINEERING z z w _ S SEWER -S S-0- (ale) 259-8212 W EXP. DATE: ,3-3/•f9 �* CIVIL �C�\Q 535 NO. HIGHWAY 101 LL/jyJ LJ BY: LEVCADIA BLVD. "IJ �j, F G� CAI�t SOLANA BEACH, CA SUITE A Z L,L �Ow.J.�- Pao9� I T f c r WATER W W - WAYNE P 0 DATE FIRE HYDRANT (�f� 592075 ►E EXPIRES 3 -31 -99 R.C.E. 29577 WAYNE PASCO RCE29577 DATE (J .0 zo = REVISIONS APPROVED DATE REFERENCES DATE BENCH MARL( SCALE MS TJ WP APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. LiJ. Q 0- AS BUILT 7TTF4 4-7,Tff DESCRIPTION : COUNTY OF SAN DIEGO REVIEWED BY COMMUNITY DEVELOPMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D A OV D GRADING PLANS FOR : TM 90 155 BENCHMARK OC173 DEPARTMENT LOCATION: CON OF BRIDGE ATINTSTATE5 HORIZONTAL 111=301 DATE : BY: M 90 - 155 & LEUCADIA BLVD 8Y• T i 1 /t/OtA ` R.C.E. NO. : 29577 3304 - G RECORD FROM: 174.5 ERTICAL CONTROL BK. NSA / W NE PASCO DATE: �L' G ELEVATION : 174.529 VERTICAL Gam- �' � � DATE: -� I b"q6 DATUM : M.S.L. NAME DAT EXP, 3-31-99 WORK PROJECT NO. SHEET 1 OF �•